unplasticised PolyVinylChloride

Of all plastics, by far the most widely used in piping applications is unplasticised polyvinyl chloride (uPVC). uPVC pipeline systems are suitable for interior, exterior and buried applications. uPVC has proven to be the most resilient material when it comes to infrastructure pipeline systems taking into consideration its characteristics such as the product strength, weight ratio, design simplicity, ease in installation and maintenance.

 

uPVC is approximately 1/5th in weight compared to its substitute ductile iron. However, under near freezing conditions, uPVC becomes more brittle than normal and extra care should be taken in handling pipes in cold conditions. The permissible working temperature range for a uPVC pipe system is from 0°C to 60°C.

uPVC pipes
Cosmoplast manufactures uPVC pipes with sizes ranging from 20mm to 1,200mm in both imperial and metric dimensions. Pipes can be made to match non-pressure drainage or up to 16 Bar pressure water distribution system requirements. They are designed for a safety factor of 2:1 with a 50 year installed lifetime. Pipes are normally available and supplied with integral joints in 6m or 9m lengths.


Working Pressure

 

Under normal conditions, the operating temperature is considered to be 20°C. In the Middle East region, the temperature conditions are usually higher and thus pressure ratings must be reduced in proportion. As the ambient temperature increases, the operating pressure ratings are reduced especially when pipes are installed above ground.

 

Thermal Movement

 

Expansion and contraction in a pipeline system due to temperature changes can be calculated using the following formula.

 

Where dl            =            a x L x dt

           µ            =            Co-efficient of thermal expansion.

           dl           =            Change in length in mm

                      =            Original length of pipe in metres

           dt           =            Total temperature range in °C.

 

Thermal expansion and contraction should be calculated taking into consideration the minimum and maximum ambient temperatures. Taking into account the variations in the pipeline, the location of support brackets could be planned.